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I —� .�: ll Y. ,L., ! <br />30'-0" <br />M <br />SECOND FLOOR - FLOOR FRAMING PLAN- ELEVATION B <br />1 /4 - 1 -011 <br />�9 <br />CJ1A <br />CJ3A <br />CJ5A <br />CJ5A <br />CJ3A <br />CJ1A <br />U U U U U U <br />U=1063#\L <br />E <br />A <br />U=1063# <br />A6G <br />41 <br />DROPPED FLAT TOPS OF <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />A5 <br />A4 <br />A3 <br />BOTTOM CHORD CAN BE REMOVED <br />IN FIELD IF NEEDED <br />ATTIC <br />ACCESSI <br />A1A <br />AHU <br />Al <br />Al <br />A3 <br />DROPPED FLAT TOPS OF A4 <br />HIPS FOR FRAMING <br />(GIRDER NOT DROPPED) <br />U=1088# A5 <br />U=1008# <br />EJ7A <br />ITI <br />4 <br />W <br />A7G <br />C3 <br />U <br />- <br />Q M uQ'1 <br />U U U <br />6'-0" <br />12'-0" <br />'-2 1/2" 7 7/8' <br />19'-10 3/8" <br />U <br />E <br />11 10'-1 <br />5/8" <br />SECOND FLOOR - ROOF FRAMING PLAN- ELEVATION B <br />1 /4If = 1'-011 <br />SHINGLE ROOF <br />12 <br />51 <br />12 <br />HEEL= V-0 1/8" <br />PLUMB <br />CUT <br />TRUSS HELD BACK <br />3/4" PLYWOOD <br />3/4" SUBFLOOR <br />WALL HT. BASED <br />ON 8'-8"lA.F.F. <br />1 <br />HEEL= 4 1/16" <br />PLUMB <br />CUT/ <br />12" <br />�1P <br />CJ1A <br />CJ3A <br />N <br />CJ5A <br />0 <br />00 <br />0 <br />0 <br />N <br />N <br />TRUSS NOTES: <br />THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS <br />ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF <br />TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS <br />MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP <br />DRAWINGS MUST BE REVIEWED AND APPROVED BY <br />DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD <br />PRIOR TO CONSTRUCTION. <br />TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL <br />SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS <br />NECESSARY DUE TO FINAL TRUSS DESIGN OR <br />CALCULATED REACTIONS. ALL MODIFICATION TO BE <br />REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER <br />OF RECORD PRIOR TO CONSTRUCTION. <br />ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE <br />FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE <br />APPROVED BY DESIGN STYLES, INC. PRIOR TO <br />CONSTRUCTION. <br />TYPICAL TRUSS CONNECTORS <br />1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. <br />2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME <br />CONNECTIONS. <br />3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO <br />TRUSSES W/ MTS16'S. <br />4. USE HETA20 FOR ROOF TRUSS TO MASONRY <br />CONNECTIONS. <br />5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY <br />CONNECTIONS. <br />6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME <br />CONNECTIONS. <br />7. THE PREVIOUS CONNECTORS APPLY UNLESS <br />OTHERWISE NOTED. <br />8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR <br />OTHER CONNECTIONS. <br />DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE <br />RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS <br />INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. <br />NOTE: <br />ALL VALLEY KITS MARKED "VK" OR "MVK" ARE <br />CONVENTIONALLY FRAMED. PLEASE REFER TO <br />ENGINEERING PACK FOR DETAILS <br />NOTES: <br />• FLOOR TRUSSES ARE CUT BACK 3/4" FROM <br />• EXTERIOR BLOCK WALLS. <br />• FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. <br />• SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG <br />BACK LOCATIONS. <br />• SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR <br />WALLS. <br />NOTE: <br />DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS <br />OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR <br />WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT <br />CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 <br />NOTE: <br />MULTI -PLY GIRDER CONNECTION. <br />ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND <br />OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS <br />ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. <br />NOTE: <br />ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY <br />THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE <br />IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN <br />ORDER TO AVOID REPAIRS. <br />COLUMN NOTE: <br />REFER TO FOUNDATION PLAN FOR COLUMN SIZES <br />♦IflfUAk QGVitYV "SIS <br />•Virtual P <br />Plans Review e01r� I,' <br />for compliance Witt' the <br />Edition by Debra Anne Ktahr PX2300 <br />1 <br />12 <br />2X4 <br />HANGER CHART <br />J L = LUS 26 (SIMPSON) <br />Total Truss Quantity = 95 <br />ATTENTION! <br />DONT LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />I CONSULTI <br />30' Spanlor less <br />60 degrees <br />or less <br />I 112 i 2/3 to 1 /2 _, <br />Tag line f span approx. Tag fine span approx. <br />REFER TO BCSI -B1 <br />Truss must be set this way if crane used. <br />Truss is an example, your truss may not match. <br />Insist crane operator sets truss this way. <br />General Notes <br />1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES <br />AND FLAT GIRDERS HAVE THE TOP CHORD <br />PARTIALLY PAINTED GREEN TO BE INSTALLED <br />GREEN SIDE UP. <br />2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS <br />OTHERWISE NOTED. <br />3. ALL TRUSS SPACING IS 24" O.C. UNLESS <br />OTHERWISE NOTED. <br />4. PER TRUSS PLATE INSTITUTE BCSI-B1 <br />RECOMMENDATION PERMANENT X-BRACING <br />SHOULD BE PLACED AT A MAXIMUM SPACING 15' <br />O.C. ACROSS THE SPAN, TO BE REPEATED AT A <br />MAXIMUM OF 20' BETWEEN EACH X-BRACE <br />THROUGHOUT THE STRUCTURE. PLEASE REFER <br />TO BCSI-B1 FOR ANY ADDITIONAL BRACING <br />DETAILS. <br />ROOF- LOADING SCHEDULE <br />TCLL = 20 PSF <br />TCDL = 7 PSF <br />BCLL = * PSF <br />BCDL = 10 PSF <br />TOTAL = 37 PSF <br />DURATION = 1.25 <br />WIND SPD/TYPE= 145 ENCLOSED <br />BLDG EXPOSURE = C <br />USAGE = RESIDENTIAL CAT II <br />WIND IMPORTANCE FACTOR = 1 <br />UPLIFTS BASED ON= 9.2 PSF <br />DESIGN CRITERIA <br />FBC 2020 <br />TPI 2014 <br />Truss member design & connector plates <br />are designed for ASCE 7-16 and maximum forces from <br />both components and claddings <br />and main wind force resisting systems. <br />* These trusses have been reviewed to carry an <br />additional 10# psf non -concurrent bottom chord live <br />load. <br />FLOOR LOADING SCHEDULE <br />TCLL = 40 PSF <br />TCDL = 10 PSF <br />BCDL = 5 PSF <br />TOTAL = 55 PSF <br />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACTIONS OVER 5000# <br />AND UPLIFTS OVER 1000# <br />ARE SHOWN ON ENGINEERING. <br />— ��z��� <br />i#f4� "MY,0" <br />LOAD DESCRIPTION INIT. DATE <br />R/01 <br />created from 7A2 2388E A.S. <br />2/16/2017 <br />R/01 <br />LC9 JTH <br />12/13/17 <br />R/01 <br />CHANGED HANGERS TO SIMPSON RDP <br />03/13/18 <br />RA01 <br />REV. RE'S JRH <br />8/30/18 <br />RB01 <br />REMOVE SCAB FROM 82 JRH <br />9/5/18 <br />RC01 <br />UP LOAD DUE TO DIFF Q LC9 HMT <br />1/10/2020 <br />RD01 <br />UPDATED FOR LCA SHM <br />1/18/2021 <br />CARPENTER <br />CONTRACTORS <br />OF AMERICA <br />3900 AVENUE 0, N. W. <br />WINTER HAVEN FLORIDA 33880 <br />PHONE: (800) 959-8806 <br />FAX: C 863) 294-2488 <br />BUILDER :LENNAR HOMES CENTRAL <br />PROJECT:VAROIUS <br />MODEL :2382 Garfield <br />CCA PROD/MODEL/ALT <br />7A2 / 2382A <br />ALT DESC <br />OTC <br />LOT BLOCK <br />DESIGNER PAGE <br />A.S. <br />DATE <br />2 16 2017 <br />LAN �333525R SCALE <br />4 "=1 ' <br />1Y.. a, <br />N <br />' <br />�.. <br />N <br />J <br />• r <br />Y � <br />-- <br />�e <br />Q <br />00 <br />® <br />' <br />' 5' <br />W <br />O <br />LLI <br />0 <br />z <br />I <br />Q <br />>ON 0 <br />L M •� �O r, <br />M N <br />N <br />V <br />C <br />W E L 2 <br />2o; 28 <br />� <br />•� O UL g c a <br />UC° °'* <br />•N <br />Lu QN c <br />L Co SM <br />7� <br />m <br />W Uj w <br />� Ill O <br />w <br />(� <br />Q Q <br />w <br />V <br />W a � Y <br />��� Jvai031Yvaik_U00-10 <br />:3 0 zu.U-Ozm- <br />z X <br />0 z <br />'a — Q <br />;1 <br />3 � <br />C1 0O <br />F" <br />0WX1O_0W005 <br />JQ��LLI LL0LSSU0 <br />W LL. <br />Z <br />how �I- —Hap <br />�d <br />0� 10 �U_ <br />i� <br />O <br />z <br />W <br />O� <br />:5 <br />O <br />0 M <br />QU) CIO <br />tf <br />U P_ <br />a <br />00 <br />Z U H <br />Wz <br />W <br />J0 <br />O <br />N <br />(V <br />O <br />N <br />N <br />O <br />O <br />O <br />M(0 <br />00 C) <br />0 <br />� <br />0 <br />CV <br />O <br />N <br />O <br />N <br />O <br />N <br />o <br />N <br />0 <br />N <br />N <br />N <br />O <br />ob <br />ui <br />00 <br />O <br />A <br />r- <br />r <br />N <br />O <br />M <br />N <br />4 <br />- <br />0 <br />0 <br />6 <br />Cfl <br />r <br />0 <br />� <br />O <br />O <br />o <br />CD <br />0 <br />0 <br />0 <br />1 <br />Cr <br />CO <br />Cn <br />Z z <br />_Z LD <br />o <br />W <br />W WI <br />5;0 <br />� <br />Uo—o <br />H <br />O Q <br />LO <br />(�i <br />0 <br />n. <br />a— <br />p <br />z��� <br />Q <br />I—moZ <br />=I-=z <br />N <br />W}XM <br />OF- w <br />00 <br />>.2z� <br />�zzu- <br />(V <br />w N <br />O_j2z <br />Q <br />VNzz <br />.. <br />z <br />Z <br />0 <br />U <br />a <br />0V <br />0 <br />m <br />Z <br />A4 <br />Z <br />W <br />WC14 <br />M <br />o <br />LAST PLOT DATE <br />>(V <br />. <br />Apr. 25, 22 <br />z4-; <br />0 <br />2ND FLOOR ROOF <br />J <br />FRAMING PLAN B <br />